JP2018197453A - Installation method of steel pipe pile, and steel pipe pile and installation device used in installation method - Google Patents

Abstract

To provide an installation method of a steel pipe pile capable of burying a steel pipe pile without using a large-sized heavy machine, and a steel pipe pile and an installation device used in the installation method.SOLUTION: An installation method of a steel pipe pile 10 includes a step of arranging a weight 21 for installation having a first weight 21A inside a first steel pipe pile 11 with a bottomed tip part 11A and repeating dropping of the weight 21 toward the bottomed tip part 11A so as to install the first steel pipe pile 11 into the foundation G. When the length of the steel pipe pile 10 to be installed in the foundation G is longer than that of the first steel pipe pile 11, the installation method includes a step of fixing the tip part of a second steel pipe pile 12 opening on both ends to a rear end part of the first steel pipe pile 11 so as to enlarge the entire length of the steel pipe pile 10 to be installed, and thus a necessary installation length can be obtained.SELECTED DRAWING: Figure 3

Description

  The present invention relates to a steel pipe pile placing method, a steel pipe pile used for the placing method, and a placing apparatus.

Conventionally, there are various foundations such as a solid foundation, a cloth foundation, and a pile foundation that are provided in the ground when building a building.
These are selected according to various conditions such as the type of building, the condition of the ground, the necessary cost, etc., but steel pipe piles, for example, were used for locations where the thickness of the soft surface soil was relatively deep. A pile foundation is suitably employed (see Patent Document 1).

JP 2014-156755 A

By the way, in the case of the pile foundation using a steel pipe pile, the operation | work which embeds a steel pipe pile in the ground using a large sized heavy machine is performed.
However, depending on the local environment such as topography, there are some sites where it is difficult to bring in large heavy machinery.
Even if it is possible to bring a large heavy machine to the site, if there is an obstacle in the height direction of the position where the steel pipe pile is specifically buried, the work of embedding the steel pipe pile using a large heavy machine It can be difficult to do.

  The present invention has been made in view of the above problems, and a steel pipe pile placing method capable of embedding a steel pipe pile without using a large heavy machine, a steel pipe pile used in the placing method, and a hammered pile. It is an object to provide an installation device.

The present invention is grasped by the following composition in order to achieve the above-mentioned object.
(1) In the method for placing a steel pipe pile according to the present invention, a weight for placing having a first weight is disposed in a first steel pipe pile having a bottomed tip, and the weight is placed on the bottomed tip. Including dropping the first steel pipe pile repeatedly by dropping it toward the part.

(2) In the configuration of (1) above, a procedure for fixing the tip of the second steel pipe pile having both ends opened to the rear end of the first steel pipe pile and lengthening the entire length of the steel pipe pile. including.

(3) In the configuration of (2) above, a procedure for fixing the tip of the second steel pipe pile to the rear end of the second steel pipe pile and lengthening the entire length of the steel pipe pile. Contains one or more times.

(4) In the configuration of (2) or (3) above, the tip of the second steel pipe pile is fixed by welding.

(5) In any one of the constitutions (1) to (4), a tip end portion of the second weight is detachably fixed to a rear end portion of the first weight, and the placement by the weight is performed. Includes steps to increase power.

(6) In the configuration of the above (5), a procedure for further increasing the driving force by the weight by further detachably fixing the tip of the second weight to the rear end of the second weight. Is included at least once.

(7) In the configuration of any one of (1) to (6) above, the lifting of the weight to a position where the weight is dropped pulls a rope fixed to the rear end portion of the weight with a hoist. Is done.

(8) In the configuration of (7), a pulley that supports the rope is provided, and the lifting height of the weight is increased by increasing the height of the pulley.

(9) In any one of the constitutions (1) to (8), after placing the first steel pipe pile at a predetermined position, the first steel pipe pile along the longitudinal direction of the first steel pipe pile Includes a step of rotating the blades provided in the first steel pipe pile so as to approach a state substantially orthogonal to the first steel pipe pile.

(10) The steel pipe pile of the present invention is a steel pipe pile used in a method for placing a steel pipe pile having any one of the above configurations (1) to (9), and the steel pipe pile has at least a bottomed tip. The 1st steel pipe pile which has a part is provided.

(11) The placing device of the present invention is a placing device for placing a steel pipe pile including a first steel pipe pile having at least a bottomed tip portion, which is disposed in the first steel pipe pile, A weight having a first weight to be dropped toward the bottomed tip, a rope fixed to the rear end of the weight, and a hoist that pulls the rope to a position where the weight is dropped; At least.

  According to the present invention, it is possible to provide a steel pipe pile placing method capable of embedding a steel pipe pile without using a large heavy machine, and a steel pipe pile and a placing apparatus used for the placing method.

It is the figure which showed typically the place which has implemented the placing method of the steel pipe pile using the steel pipe pile and placing apparatus of 1st Embodiment which concerns on this invention. It is a figure for demonstrating the winding machine of 1st Embodiment which concerns on this invention. It is sectional drawing for demonstrating the procedure of the placement method of 1st Embodiment which concerns on this invention. It is sectional drawing for demonstrating the 1st steel pipe pile of 2nd Embodiment which concerns on this invention. It is sectional drawing for demonstrating 3rd Embodiment concerning this invention.

(First embodiment)
Hereinafter, a steel pipe pile 10 placement method and a steel pipe pile 10 and a placement apparatus 20 used in the placement method according to the first embodiment of the present invention will be described with reference to FIGS. 1 to 3.
In addition, in each figure including figures other than 1st Embodiment, the same code | symbol is attached | subjected to the same element.

  FIG. 1 is a diagram schematically showing a method of placing a steel pipe pile 10 using the steel pipe pile 10 and the placing apparatus 20 of the first embodiment, and FIG. 2 is a diagram of the first embodiment. It is a figure for demonstrating a winding machine.

  As shown in FIG. 1, the placing device 20 of the first embodiment includes a weight 21 disposed in the steel pipe pile 10, an attachment portion 22 for attaching a rope 23 to a rear end portion of the weight 21, and an attachment portion 22. And a rope 23 fixed to the rear end of the weight 21 and a winder 24 for pulling the rope 23.

In the present embodiment, the weight 21 and the attachment portion 22 are detachably integrated with the engagement pin 22A. However, the attachment portion 22 may be fixed to the weight 21 with a bolt or the like.
In addition, the material of the rope 23 is, in particular, as long as the strength and the like that can withstand the work of lifting the weight 21, which will be described later, such as synthetic resin (synthetic fiber) such as nylon, natural fiber, and metal (metal fiber) are obtained It is not limited.
Further, the structure of the rope 23 is not particularly limited as long as a strength that can withstand work such as lifting the weight 21 described later can be obtained, and may be a single wire structure or a base wire structure.

In the present embodiment, as shown in FIG. 2, the winder 24 is provided with a pinch type drum 24A that is rotated by a motor, and a rope 23 is wound around the drum 24A several times and friction force is used. A rope 23 that is pulled by applying a tension, that is, a so-called capstan winch is used.
However, it is not necessary to be limited to such a winder 24, and other types of winders may be used.

  Further, in this embodiment, as shown in FIG. 2, the hoist 24 includes a switch 24B that can be operated by stepping on the rotational drive of the drum 24A, but the form of the switch 24B is as follows. The switch need not be limited to those operated with feet, and may be a switch operated with hands.

  Further, the driving device 20 of the present embodiment includes a gantry 25 on which the hoist 24 is installed, and a pulley 26 that is fixed to the gantry 25 and supports the rope 23.

  Specifically, the pulley 26 includes a rod-like portion 26 </ b> A that is fixed to the gantry 25, and a support portion 26 </ b> B that is provided at an upper end portion that is an upper side when being fixed to the gantry 25.

  The support 26B is provided with a rotating body 26C that contacts the rope 23 and passively rotates as the rope 23 moves.

  Note that the pulley 26 of the present embodiment includes the rod-shaped portion 26A, so that the height of the pulley 26 (more specifically, the support portion 26B) is increased and the lifting height of the weight 21 is increased. I can do it.

Hereinafter, the steel pipe pile 10 and the like will be described in detail while explaining a placement method for placing the steel pipe pile 10 using such a placement apparatus 20.
FIG. 3 is a cross-sectional view for explaining the procedure of the placing method.
As shown in FIG. 3, the steel pipe pile 10 used for the placement method of this embodiment is provided with the 1st steel pipe pile 11 which has 11 A of bottomed front-end | tip parts.

  And as shown to Fig.3 (a), the 1st weight 21A used as the weight 21 for placing in the 1st steel pipe pile 11 is arrange | positioned, As shown by the double arrow A, the weight 21 is shown. Is repeated toward the bottomed tip portion 11A, and the procedure for placing the first steel pipe pile 11 is performed.

  Specifically, as shown in FIG. 1, the placing device 20 is fixed to the gantry 25 and has a weight 21 via a pulley 26 installed to increase the height, as described above. A rope 23 between the hoist 24 is supported.

  For this reason, the weight 21 can be pulled up to a position where the weight 21 is dropped by pulling the rope 23 fixed to the rear end portion of the weight 21 via the attachment portion 22 with the hoist 24.

  And if the weight 21 is pulled up to the position where the weight 21 is dropped, the pulling of the rope 23 is stopped, the weight 21 is dropped toward the bottomed tip portion 11A of the first steel pipe pile 11, and the striking force of the weight 21 The first steel pipe pile 11 is placed in the ground G.

Thus, as shown in FIG.3 (b), if the 1st steel pipe pile 11 is driven to predetermined depth, the 2nd steel pipe pile 12 which both ends opened at the rear-end part of the 1st steel pipe pile 11 will be shown. The procedure which lengthens the full length of the steel pipe pile 10 which fixes and fixes the front-end | tip part is performed.
For example, fixation of the front-end | tip part of the 2nd steel pipe pile 12 to the rear-end part of the 1st steel pipe pile 11 is performed by welding, as shown in FIG.

  It should be noted that the procedure for increasing the overall length of the steel pipe pile 10 is a procedure that is performed when the required driving length cannot be obtained with the first steel pipe pile 11 alone, and is not necessarily performed. I want to be.

  For example, when using a long steel pipe pile from the beginning, it is necessary to vertically support (install) the steel pipe pile on the ground G, and when there is an obstacle on the upper side, install the steel pipe pile vertically It becomes difficult to do.

  However, as described above, after the first steel pipe pile 11 is driven into the ground G to some extent, the second steel pipe pile 12 is fixed and the length of the steel pipe pile 10 is increased. Since the length of the portion of the steel pipe pile 10 located above the ground G can be shortened when performing the placing work, the placing work can be performed without problems even when there is an obstacle on the upper side. .

  Moreover, since the driving force required to drive the steel pipe pile 10 increases as the driving depth of the steel pipe pile 10 increases, the overall length of the steel pipe pile 10 is increased as shown in FIG. When performing the procedure, the procedure of increasing the driving force by the weight 21 is performed by detachably fixing the tip of the second weight 21B to the rear end of the first weight 21A.

  In addition, the method of fixing the front-end | tip part of the 2nd weight 21B to the rear-end part of the 1st weight 21A is the same as the fixing method between the weight 21 and the attaching part 22 previously demonstrated with reference to FIG. In this way, by fixing the tip of the second weight 21B to the rear end of the first weight 21A so as to be detachable, as described later, the weight is placed after the placing operation is completed. 21 can be easily recovered.

  And from the beginning, when using a weight with a long length, if there is an obstacle on the upper side, it may be difficult to raise the weight to the required height. If the weight is connected according to the placement depth, the height from the ground surface necessary to lift the weight can be lowered, so even if there is an obstacle on the upper side, the placement work can be done without any problem Can do.

  Moreover, when using a steel pipe pile or weight having a long overall length, a large heavy machine is required to perform the placing work. However, according to this embodiment, even if such a large heavy machine is not used. Can perform placement work.

  As mentioned above, while fixing the front-end | tip part of the 2nd steel pipe pile 12 which both ends opened to the rear-end part of the 1st steel pipe pile 11, the full length of the steel pipe pile 10 is lengthened, and after the 1st weight 21A When the distal end portion of the second weight 21B is detachably fixed to the end portion and the driving force by the weight 21 is increased, as shown by the double arrow A again, as shown in FIG. The procedure of placing the steel pipe pile 10 is repeated by dropping the weight 21 toward the bottomed tip portion 11A, and the placing work is completed by placing the steel pipe pile 10 to a required depth.

  That is, a procedure for fixing the tip of the second weight 21B to the rear end of the first weight 21A in a detachable manner to increase the driving force by the weight, and the rear end of the first steel pipe pile 11 Next, the tip of the second steel pipe pile 12 having both ends opened is fixed, the length of the steel pipe pile 10 is increased, and the steel pipe pile 10 is driven to the required depth. Installation work is completed.

When the placing work is completed, the weight 21 is finally collected.
Specifically, first, the rope 23 is pulled by the hoisting machine 24, and the weight 21 is pulled up to a place where the connection portion between the first weight 21 </ b> A and the second weight 21 </ b> B comes out of the steel pipe pile 10.

  Next, after fixing the lower first weight 21A so that it does not fall, the first weight 21A and the second weight 21B are released, and the second weight 21B and the attachment portion 22 are fixed. Release and collect the second weight 21B.

Finally, the attachment portion 22 is fixed to the first weight 21A, and the rope 23 is pulled by the hoist 24 to collect the first weight 21A.
Thus, if it is the weight 21 of this embodiment, the collection | recovery operation | work of the weight 21 can be performed easily.

In addition, although demonstrated above about placing the steel pipe pile 10 which has one 1st steel pipe pile 11 and one 2nd steel pipe pile 12, when the length of the steel pipe pile 10 to be placed is calculated | required further There is also.
In this case, the procedure of fixing the tip end portion of the second steel pipe pile 12 to the rear end portion of the second steel pipe pile 12 and extending the entire length of the steel pipe pile 10 may be performed.

In addition, when the second second steel pipe pile 12 is used in this way, since a driving force is further required, if the second second weight 21B is used for the weight 21, Good.
That is, a procedure for increasing the driving force by the weight 21 by further detachably fixing the distal end portion of the second weight 21B to the rear end portion of the second weight 21B may be performed.

  Thus, according to the placing method of the steel pipe pile 10 of the present invention, it is possible to freely lengthen the length of the steel pipe pile 10 to be placed.

By the way, the steel pipe pile 10 can be driven also by driving the rear end portion of the steel pipe pile 10 with a weight.
However, in this case, since the rear end portion of the steel pipe pile 10 has a pipe shape, the rear end portion has low strength, and the rear end portion of the steel pipe pile 10 is damaged (chip or deformed) by a weight driving force. There is a risk.

  On the other hand, as in the present embodiment, the bottomed tip portion 11A is a solid portion, and has high strength and is further increased in strength by being in contact with the ground. The problem of breakage (chips and deformation) can be avoided.

  Further, when the weight 21 moves up and down inside the steel pipe pile 10, since the wobbling of the weight 21 in the left-right direction is suppressed, it is possible to always apply a driving force directed in the vertical direction. As in the case where the end portion is driven with a weight, it is possible to prevent the steel pipe pile 10 from being driven diagonally due to the wobbling of the weight and the driving force being applied in a direction other than the vertical direction. .

  Furthermore, when the bottomed tip portion 11A located in the ground G is driven with the weight 21 as in the present embodiment, the sound at the time of driving is hardly leaked to the outside, and the noise during work can be reduced. It is.

In particular, as the placement proceeds, as described above, if the second weight 21B is increased to increase the placement force, the sound generated at the time of placement increases.
However, at this time, since the bottomed end portion 11A, which is the position where the sound is generated, is located deep in the ground G, it is possible to avoid leakage of large noise to the outside. It can be made smaller.

  Moreover, since the length of the 1st steel pipe pile 11 and the 2nd steel pipe pile 12 is known, from the number of the 1st steel pipe pile 11 and the 2nd steel pipe pile 12 used for work, it is easily laid in the ground G. The length of the existing steel pipe pile 10 can be obtained, and the bearing capacity of the steel pipe pile 10 can be easily calculated.

(Second Embodiment)
Next, a second embodiment according to the present invention will be described.
Also in the second embodiment, the basic configuration is the same as that of the first embodiment, and only the configuration of the first steel pipe pile 11 is different.
For this reason, below, the different part of the 1st steel pipe pile 11 is mainly demonstrated, and description may be abbreviate | omitted about the same point.

FIG. 4 is a cross-sectional view for explaining the first steel pipe pile 11 of the second embodiment.
As shown in FIG. 4, the 1st steel pipe pile 11 of 2nd Embodiment has the shape where the external shape of bottomed front-end | tip part 11A becomes thin toward the front end side.
Specifically, since the bottomed tip portion 11A has a truncated cone shape that narrows toward the tip side, the bottomed tip portion 11A has an outer shape that is trapezoidal in a side view as shown in FIG. It has become.

  Thus, by setting the outer shape of the bottomed tip portion 11A to be narrower toward the tip side, the driving force by the weight 21 is concentrated on the tip surface having a small area, so that the driving can be performed smoothly. it can.

Moreover, in order to perform smooth placement, you may make it equip the outer surface 110 of bottomed front-end | tip part 11A with the groove part which goes to a rear-end side from a front end side.
For example, as the groove portion, a plurality of linear grooves extending linearly from the front end side to the rear end side may be provided in the circumferential direction of the outer surface 110, and from the front end side so as to draw a gentle spiral. A plurality of spiral grooves extending to the rear end side may be provided in the circumferential direction of the outer surface 110.

(Third embodiment)
Next, a third embodiment according to the present invention will be described.
Also in the third embodiment, the basic configuration is the same as that of the first embodiment, and hereinafter, different points will be mainly described, and description of similar points may be omitted.

FIG. 5 is a cross-sectional view for explaining the third embodiment.
5A is a view mainly showing the first steel pipe pile 11 and the front end side of the first weight 21A of the weight 21, and FIG. 5B is a view of the first weight 21A. It is the figure which showed the front end side.

  As shown to Fig.5 (a), 11 A of bottomed front-end | tip parts of the 1st steel pipe pile 11 have a truncated cone shape where an external shape becomes thin toward the front end side similarly to 2nd Embodiment, and it is a side view. It has a trapezoidal shape.

  On the other hand, in 3rd Embodiment, the 1st steel pipe pile 11 is provided with the 1st blade | wing 13 and the 2nd blade | wing 14 in the position which becomes a little closer to a rear-end part rather than the bottomed front-end | tip part 11A.

Specifically, on the outer surface slightly closer to the rear end portion than the bottomed tip portion 11A of the cylindrical main body portion of the first steel pipe pile 11, a first rotating shaft 11B provided to protrude outward is provided. It has been.
And the 1st blade | wing 13 is provided with respect to the cylindrical main-body part of the 1st steel pipe pile 11 so that rotation is possible via the 1st rotating shaft 11B.

  Moreover, the 1st steel pipe pile 11 is provided in the rear-end part side and front-end | tip part side of the 1st steel pipe pile 11 rather than the 1st rotating shaft 11B of a cylindrical main-body part, and the longitudinal direction (long) of the 1st steel pipe pile 11 is provided. A pair of first fixing pins 11BA and a first fixing pin 11BB are provided to fix the first blade 13 along the vertical direction.

  1st fixing pin 11BA provided in the rear-end part side of the 1st steel pipe pile 11 rather than the 1st rotating shaft 11B is being fixed so that it may not remove from the cylindrical main-body part of the 1st steel pipe pile 11. .

  On the other hand, 1st fixing pin 11BB provided in the front-end | tip part side of the 1st steel pipe pile 11 rather than the 1st rotating shaft 11B has a taper shape which tapers toward the front-end | tip, and 1st fixing pin 11BB. Is inserted into the first through-hole H1 formed in the cylindrical main body portion of the first steel pipe pile 11 so that the tip of the first steel pipe pile 11 protrudes inward from the inner surface of the first steel pipe pile 11.

  The first fixing pin 11BB is welded to the inner surface of the first steel pipe pile 11 at the first welded portion W1 by a part of the tip protruding inward from the inner surface of the first steel pipe pile 11. One steel pipe pile 11 is fixed.

  Similarly, on the outer surface slightly closer to the rear end than the bottomed tip 11A of the cylindrical main body of the first steel pipe pile 11, it is provided so as to protrude outward at a position facing the first rotating shaft 11B. A second rotating shaft 11C is provided.

  And the 2nd blade | wing 14 is provided with respect to the cylindrical main-body part of the 1st steel pipe pile 11 at the position facing the 1st blade | wing 13 so that rotation is possible via the 2nd rotating shaft 11C.

  Moreover, the 1st steel pipe pile 11 is provided in the rear-end part side and front-end | tip part side of the 1st steel pipe pile 11 rather than the 2nd rotating shaft 11C of a cylindrical main-body part similarly to the 1st blade | wing 13 side, A pair of second fixing pins 11CA and second fixing pins 11CB for fixing the second blade 14 along the longitudinal direction (length direction) of the first steel pipe pile 11 are provided.

  And the 2nd fixing pin 11CA provided in the rear-end part side of the 1st steel pipe pile 11 rather than the 2nd rotating shaft 11C is the cylinder of the 1st steel pipe pile 11 similarly to the 1st fixing pin 11BA. It is fixed so that it does not come off from the main body.

  Further, the second fixing pin 11CB provided on the distal end side of the first steel pipe pile 11 with respect to the second rotating shaft 11C is the same as the first fixing pin 11BB described above.

  That is, the second fixing pin 11CB provided on the distal end side of the first steel pipe pile 11 with respect to the second rotating shaft 11C has a tapered shape that tapers toward the distal end, and the second fixing pin 11CB. Is inserted into the second through-hole H2 formed in the cylindrical main body portion of the first steel pipe pile 11 so that the tip of the first steel pipe pile 11 protrudes inward from the inner surface of the first steel pipe pile 11.

  The second fixing pin 11CB is welded to the inner surface of the first steel pipe pile 11 by a second welded portion W2 so that a part of the tip protruding inward from the inner surface of the first steel pipe pile 11 is welded. One steel pipe pile 11 is fixed.

  As described above, since the first blade 13 and the second blade 14 are fixed along the longitudinal direction of the first steel pipe pile 11, when placing the first steel pipe pile 11, the resistance is large. Therefore, there is no hindrance to the placement work.

  On the other hand, the figure which looked at the part of the 1st blade 13 from the arrow B side in Drawing 5 (a) (refer B arrow view figure), and the figure which looked at the part of the 2nd blade 14 from the arrow C side (C arrow) As shown in the arrow B view, the first blade 13 has a pair of first fixing pins 11BA and a first fixing pin 11BB. It has a gently curved shape protruding toward the opposite side.

  Similarly, as can be seen from the C arrow view, the second blades 14 are loosely projecting toward the opposite side of the side where the pair of second fixing pins 11CA and the second fixing pins 11CB are located. It has a curved shape.

  Then, as will be described later, the first blade 13 and the second blade 14 have such a curved shape, whereby the first fixing pin 11BB and the second fixing pin 11CB are removed, and the first blade When the 13 and the second blades 14 can be rotated about the first rotation shaft 11B and the second rotation shaft 11C as the rotation center, and further placement is performed, the first blade 13 and the second blade 14 The blades 14 are rotated so as to approach a state substantially perpendicular to the first steel pipe pile 11.

  If it does so, the 1st blade | wing 13 and the 2nd blade | wing 14 will become resistance, and the support force of the 1st steel pipe pile 11 (steel pipe pile 10) will become high.

Hereinafter, a placement method using such a first steel pipe pile 11 will be described.
As shown in FIG. 5 (a), the first weight 21A of the weight 21 used in the placing method of the third embodiment has the first blade 13 and the second weight 21 when performing a normal placing operation. A portion facing the blade 14 has a narrow tip portion 21AA having a shape that is cut out inward.

  The length from the tip of the tip portion 21AA is longer than the height of the first fixing pin 11BB and the second fixing pin 11CB from the inner bottom surface of the bottomed tip portion 11A of the first steel pipe pile 11.

  On the other hand, the tip end portion 21AA of the first weight 21A is perpendicular to the portions facing the first blade 13 and the second blade 14 (that is, the direction of the arrow B and the arrow C in FIG. 5A). When viewed, as shown in FIG. 5 (b), the shape is not cut out and has the same width as the width of the first weight 21A other than the tip 21AA. The width is close to the inner diameter of the first steel pipe pile 11.

  For this reason, when the first weight 21A is rotated 90 degrees from the state of FIG. 5A and the placement is performed, the distal end portion 21AA of the first weight 21A becomes the first fixing pin 11BB and the second fixing pin 11BB. The tip of the first fixing pin 11BB and the second fixing pin 11CB can be cut by colliding with the tip of the fixing pin 11CB.

  Then, as shown in FIG. 5A, the first weight 21A has an outer surface on the side where the width of the front end portion 21AA is narrow, from the front end portion 21AA side toward the rear end portion side. A marker M is provided so that the orientation can be confirmed.

  In addition, the first steel pipe pile 11 has a marker for matching the marker M for confirming the orientation of the first weight 21A on the outer surface orthogonal to the outer surface on which the first blade 13 and the second blade 14 are provided. (Not shown) is provided from the front end side to the rear end side.

  For this reason, the operation of placing the first steel pipe pile 11 to a predetermined position in the ground G (see FIG. 3) (a position where the first blade 13 and the second blade 14 start to rotate) The marker M provided on the weight 21A is aligned with a marker (not shown) provided on the first steel pipe pile 11.

  And if the 1st steel pipe pile 11 is driven to the predetermined position in the ground G (refer FIG. 3) (position which starts rotation of the 1st blade | wing 13 and the 2nd blade | wing 14), it will be 1st weight 21A. The first weight 21 </ b> A is arranged so that the marker M provided on the first steel pipe pile 11 is substantially orthogonal to the marker (not shown) provided on the first steel pipe pile 11, and the placing work of the first steel pipe pile 11 is continued.

  The work of placing and placing the first weight 21A so that the marker M provided on the first weight 21A is substantially orthogonal to the marker (not shown) provided on the first steel pipe pile 11 is as follows. If performed once, the tips of the first fixing pin 11BB and the second fixing pin 11CB are cut (the first welded portion W1 and the second welded portion W2 are broken), and thereafter, the first weight 21A You only need to place it without worrying about the direction.

  In this way, when the driving is repeated after cutting the tips of the first fixing pin 11BB and the second fixing pin 11CB, as described above, the first fixing pin 11BB and the second fixing pin 11CB are repeated. Since the taper shape is tapered toward the tip, the first blade 13 and the second blade 14 are rotated so as to approach a state substantially perpendicular to the first steel tube pile 11. And the resistance at the time of placement of the 1st steel pipe pile 11 increases.

  When the first steel pipe pile 11 hardly sinks in the ground G due to the placement of the first weight 21A, the placing work is finished.

  In addition, in 3rd Embodiment, although the case where only the 1st steel pipe pile 11 should be driven was demonstrated, naturally when the length calculated | required by the steel pipe pile 10 is longer than the length of the 1st steel pipe pile 11, As described in the first embodiment, the second steel pipe pile 12 is further used.

  In this case, when the second steel pipe pile 12 is provided with the same marker as the first steel pipe pile 11 and is welded to the first steel pipe pile 11, the marker of the first steel pipe pile 11 and the second steel pipe Welding is performed so that the marker positions of the piles 12 are aligned with each other so that the first weight 21A can be aligned with the marker M.

  In addition, as described in the first embodiment, the weight 21 may include the second weight 21B in addition to the first weight 21A. The second weight 21B used in this case is also the first weight 21A. The same weight as the marker M is provided, and the first weight 21B is connected so that the marker M of the first weight 21A and the marker of the second weight 21B are aligned, and the first weight The direction of 21A can be confirmed.

  As mentioned above, although this invention has been demonstrated based on specific embodiment, this invention is not limited to the specific embodiment mentioned above.

  For example, in the third embodiment, the case where the first steel pipe pile 11 is provided with two blades (the first blade 13 and the second blade 14) is shown, but the number of blades is limited to two. However, the number of blades provided may be one or three or more.

  The shape of the horizontal cross section orthogonal to the longitudinal direction of the steel pipe pile 10 (the first steel pipe pile 11 and the second steel pipe pile 12) is not necessarily limited to a circular shape, but is a square shape (polygonal shape such as a triangle or a quadrangle). ) May be.

  As described above, the present invention is not limited to a specific embodiment, and various modifications and improvements are also included in the technical scope of the present invention. It is clear from the description of the claims.

DESCRIPTION OF SYMBOLS 10 Steel pipe pile 11 1st steel pipe pile 11A Bottomed front-end | tip part 11B 1st rotating shaft 11BA, 11BB 1st fixing pin 11C 2nd rotating shaft 11CA, 11CB 2nd fixing pin 11O Outer surface 12 2nd steel pipe pile 13 1st 1 blade 14 second blade 20 driving device 21 weight 21A first weight 21AA tip portion 21B second weight 22 mounting portion 22A engagement pin 23 rope 24 hoist 24A drum 24B switch 25 mount 26 pulley 26A rod shape Part 26B Supporting part 26C Rotating body G Ground H1 First through hole H2 Second through hole M Marker W1 First weld W2 Second weld

Claims (11)

A method for placing steel pipe piles,
In the first steel pipe pile having the bottomed tip portion, the placing weight having the first weight is arranged, and the weight is dropped toward the bottomed tip portion repeatedly, and the first steel pipe is repeated. A method for placing a steel pipe pile including a procedure for placing a pile.   2. The steel pipe pile according to claim 1, further comprising a step of fixing a distal end portion of a second steel pipe pile having both ends opened to a rear end portion of the first steel pipe pile and extending the entire length of the steel pipe pile. Placement method.   3. The steel pipe according to claim 2, further comprising one or more steps of fixing a tip end portion of the second steel pipe pile to a rear end portion of the second steel pipe pile and lengthening the entire length of the steel pipe pile. Pile placement method.   The method for placing a steel pipe pile according to claim 2 or 3, wherein the tip of the second steel pipe pile is fixed by welding.   5. The method according to claim 1, further comprising a step of detachably fixing a tip end portion of the second weight to a rear end portion of the first weight to increase a driving force by the weight. The method for placing steel pipe piles as described in 1.   6. The method according to claim 5, further comprising one or more steps of fixing the tip end portion of the second weight in a detachable manner to the rear end portion of the second weight to increase the driving force by the weight. Steel pipe pile placement method.   The lifting of the weight to a position where the weight is dropped is performed by pulling a rope fixed to a rear end portion of the weight with a hoisting machine. Steel pipe pile placement method.   The steel pipe pile placing method according to claim 7, wherein a pulley for supporting the rope is provided, and a height of the weight is increased by increasing a height of the pulley.   After placing the first steel pipe pile at a predetermined position, the blades provided on the first steel pipe pile along the longitudinal direction of the first steel pipe pile approach a state substantially orthogonal to the first steel pipe pile. The method of placing a steel pipe pile according to any one of claims 1 to 8, including a procedure for rotating the steel pipe. A steel pipe pile used in the method for placing a steel pipe pile according to any one of claims 1 to 9,
The steel pipe pile in which the said steel pipe pile is equipped with the 1st steel pipe pile which has a bottomed front-end | tip part at least. A driving device for driving a steel pipe pile including a first steel pipe pile having at least a bottomed tip portion,
A weight disposed in the first steel pipe pile and having a first weight that drops toward the bottomed tip,
A rope fixed to the rear end of the weight;
A hoisting device comprising at least a hoist for pulling the rope and pulling the weight to a position where the weight is dropped.

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